City of Aurora, Colorado, and the City of Colorado Springs, Colorado v. Bechtel Corporation

599 F.2d 382, 1979 U.S. App. LEXIS 14407
CourtCourt of Appeals for the Tenth Circuit
DecidedMay 29, 1979
Docket77-1858
StatusPublished
Cited by77 cases

This text of 599 F.2d 382 (City of Aurora, Colorado, and the City of Colorado Springs, Colorado v. Bechtel Corporation) is published on Counsel Stack Legal Research, covering Court of Appeals for the Tenth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
City of Aurora, Colorado, and the City of Colorado Springs, Colorado v. Bechtel Corporation, 599 F.2d 382, 1979 U.S. App. LEXIS 14407 (10th Cir. 1979).

Opinion

BARRETT, Circuit Judge.

The Cities of Aurora and Colorado Springs, Colorado (Cities) appeal a grant of summary judgment in favor of Bechtel Corporation (Bechtel) based upon the bar of the statute of limitations. Jurisdiction vests by reason of diversity.

In the early 1950s, growth along the front range of the Colorado Rockies began to increase at a significant rate. As the population grew, the need for water also increased. This influx of population resulted in the formulation of various water diversion projects whereby water could be transported from the western slope of the *384 Continental Divide of the Rocky Mountains to the more populated front range area. One such project was known as the Home-stake Project.

The Homestake Project consisted of a series of watershed facilities which could collect water on the upper reaches of the Homestake Creek for storage in a reservoir located near Leadville, Colorado, at an altitude of approximately 10,000 feet. The water from this reservoir would then be transported through the Homestake Tunnel from the western slope of the Continental Divide to the eastern slope where it would be eventually stored in reservoirs located near the Cities of Aurora and Colorado Springs.

Initial ground work, in the form of geological studies, for the project began in the mid-1950s. A general adjudication of the water rights for the project was completed in 1961. See: Metropolitan Suburban Water Users Association v. Colorado River Water Conservation District, 148 Colo. 173, 365 P.2d 273 (1961). Following this adjudication, the Cities acquired the interests of others and entered into an agreement with a view toward sharing the water and the costs of construction and operation of the project.

In July of 1962, the Cities entered into a contract with Bechtel whereby Bechtel agreed to provide design engineering services and construction supervision for the project. Following Bechtel’s preparation of the plans and specifications, a contract for construction of the Homestake Tunnel was let by the Cities to Smith-Quad Construction, a joint venture.

Actual construction of the tunnel began in September of 1963, with final completion in September of 1966. Water began flowing through the tunnel in 1967.

The tunnel itself is approximately five and one-half miles in length and is substantially unlined. The upstream portal of the tunnel is located at an elevation of approximately 10,040 feet, some 220 feet below the high water line of the Homestake Reservoir. The downstream portal of the tunnel lies at an elevation of 9,936 feet at the Lake Fork of the Arkansas River just slightly upstream from Turquoise Lake. Flow of water through the tunnel is regulated by means of a series of slide gates and dispersion valves. Normally, when water is flowing through the tunnel, a cone dispersion valve, located at the downstream portal, is used to regulate the quantity of water being discharged. When water is not being transported to reservoirs on the eastern slope, both a hydraulic slide gate, located at the intake portal, and a butterfly valve, located at the downstream portal, are closed. In the event that it is necessary to gain access to the tunnel for inspection or repair work, the butterfly valve is opened, while leaving the slide gate closed, so that water can drain from the tunnel. Once the water is drained, it is possible to gain access to the tunnel through a 24 inch manhole located immediately upstream from the cone dispersion valve.

In February, 1974, the superintendent of the Homestake Project was instructed to increase the flow of water through the tunnel from 50 cubic feet per second (cfs) to approximately 153 cfs. On February 22, 1974, the cone dispersion valve was opened to its maximum but a flow of only 80 cfs was obtained. The actual capacity of the tunnel, under normal conditions, is approximately 600 cfs.

Between February and June of 1974, various attempts were made to determine whether the flow reduction resulted from a malfunction of the hydraulic system at the intake slide gate, similar to one which occurred in 1968. Unfortunately, severe winter weather conditions and the need to drain the Homestake Reservoir for the expected spring run-off hindered inspection of the tunnel. Finally, on June 5th and 6th, 1974, the Cities were able to conduct tests on the hydraulic slide gate. The “[ujpstream gate was operated over [a] full range to assure that the gate was not the cause of the fluctuation. Tests pointed almost conclusively to a cave-in, as [the] gate appeared to be operating normally.” [R., Vol. I, p. 81.] Preparations were made to enter the tunnel through the inspection *385 manhole, located at the downstream portal, in order to determine the existence of blockages within the tunnel.

On June 18, 1974, a cave-in was observed approximately 10,100 feet inside the tunnel. It was determined, however, that this blockage was not of a sufficient magnitude to cause a reduction in flow to 80 cfs. Eventually, six other tunnel blockages were observed, one of which, discovered October 6, 1974, completely blocked the tunnel.

On June 29, 1976, the Cities filed suit against Bechtel alleging negligence and breach of implied warranties in the design, engineering and supervision of the project. The first claim for relief, based upon breach of implied warranties, was dismissed for failure to state a claim on which relief could be granted. Bechtel then moved for summary judgment on the remaining claim for relief contending that it was barred by the statute of limitations. Following the pleadings, depositions and memorandums of the parties, and after hearing argument on the matter, the district court granted Bechtel’s motion for summary judgment holding that the two-year statute of limitations contained in 13-80-127(1), C.R.S.1973 1 applied and that the claim for relief arose on June 18, 1974 when there was “an awareness of the existence of damage and the possibility that negligence [was] involved.” (Emphasis supplied.) [R., Vol. I, p. 149.] A timely notice of appeal was filed on behalf of the Cities.

Following the district court’s grant of summary judgment and the Cities’ filing of their notice of appeal, the Supreme Court of Colorado handed down two opinions which held, in essence, that the special two-year statute of limitations found in 13-80-127(1), C.R.S.1973, on which the district court relied, does not apply to claims for damages for deficiencies in the structure itself. See: Duncan v. Schuster-Graham Homes, Inc., 578 P.2d 637 (Colo.1978); Tam-blyn v. Mickey & Fox, Inc., 578 P.2d 641 (Colo.1978). In so holding, the Supreme Court stated that an action for damages for deficiencies in a structure is covered by the general six-year statute of limitations found in 13-80-110, C.R.S.1973. 2

*386 In both Duncan and Tamblyn, the plaintiffs filed their complaints within six years of the date they purchased their homes.

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Bluebook (online)
599 F.2d 382, 1979 U.S. App. LEXIS 14407, Counsel Stack Legal Research, https://law.counselstack.com/opinion/city-of-aurora-colorado-and-the-city-of-colorado-springs-colorado-v-ca10-1979.